TRACK RECORD HEAVY CIVILS WWWTWDNL
TRACK RECORD HEAVY CIVILS
Cantilever Bridge constructing a 25km long LNG jetty in Papua New Guinea
CANTILEVER BRIDGEBAM INTERNATIONAL
2
MARKETS SERVICES
OFFSHORE WIND
OFFSHORE OIL amp GAS
HEAVY CIVILS
SALVAGE
DECOMMISSIONING
DESIGN
FABRICATION SERVICES
NAVAL ENGINEERING
SPECIAL DISCIPLINES
TEMPORARY WORKS DESIGN
TWD is an engineering company specialized in creating custom-designed tools and structures that allow you to
perform transport amp installation projects safely and on time You can regard TWD as your problem solver The reliable
partner that creates functional and creative solutions no matter what the time frame is or the complexity of the
challenge Our goal is to reinforce your project teamrsquos capabilities and complement them where required so we can
together achieve a successful project execution
Our thorough knowledge of structural and mechanical engineering hydro-dynamics finite element methods and
design for offshore conditions enables us to develop the optimal solutions that meet the wide variety of your demands
Besides the development of practical installation methods and the design of the required tools TWD engineers can
assist during the procurement fabrication and mobilization phase This approach allows us to shorten the required
lead times properly integrate the contributions of different subcontractors and assure that our constructions will
function as intended
This document provides an overview of our track record of safe and robust designs used for Heavy Civil projects It
provides a selection of projects References and additional examples can be provided upon request
TRACK RECORD HEAVY CIVILS
HEAVY CIVILS
4
Effective and fit-for-purpose temporary works are key to the success of any construction project As designers
specialized in this particular niche TWD engineers understand how smartly developed tools could contribute to safer
quicker and more cost effective installations All our solutions tools and methods aim to make a difference for your
projects both in the tender- as in the execution phase
Our designers listen carefully to your specific requirements and work in close cooperation with your project teams
The impact of major design decisions on the project is clearly presented allowing you to make well informed choices
throughout the entire design process This cooperative approach allows us to match our ideas with your preferred
construction methods where we strive to smartly use available materials and maximize the reusability of tools and
components Whether the challenge is simple or complex a temporary access platform or a piling template our
functional design method leads to logical and cost effective solutions Our track record from which examples are
included in following sections illustrates how our designs could contribute to your future civil construction project
Temporary jacking supports allowing the replace the masonry foundations by slender concrete columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
OUR EXPERTISE
JETTY CONSTRUCTION
QUAYS BREAKWATERS amp PORT DEVELOPMENT
INSTALLATION OF WATER amp SEWAGE FACILITIES
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS
SPECIAL CIVIL PROJECTS
TRACK RECORD HEAVY CIVILS 6
Redesign of cantilever bridge ready to construct jetty on the Ichthys project
CANTILEVER BRIDGEBAM INTERNATIONAL
Overview of cantilever bridge for construction of LNG jetty
CANTILEVER BRIDGEBAM INTERNATIONAL
LNG JETTY - PAPUA NEW GUINEAJETTY CONSTRUCTION - BAM INTERNATIONAL
For the construction of a 2450 meter long LNG jetty in Papua New Guinea BAM International and TWD jointly
developed a highly efficient installation method TWD provided the detailed design of this Cantilever Bridge (CLB)
which was used to construct the piles headstocks and concrete roadways of the jetty To achieve this the CLB was
launched forward and supported on temporary spud units while new foundation piles for the next headstock were
driven After completion of the new headstock the spud units were retracted roller supports were placed and the
CLB was launched further Behind the piling station the roadways and outriggers were constructed In the end the
bridge was equipped with the necessary pipe racks for the LNG pipelines
The cantilever bridge effectively deals with the complex logistics of a jetty construction project With 3 serial work
stations (piling ndash roadway elements ndash finishing bridge) smart access solutions and effective outriggers a highly
efficient installation method was achieved allowing to construct 3 bridge sections within one week
After proven to be successful on the Papua New Guinea project two redesigns of the cantilever bridge have been
provided for LNG jetties of the Ichthys and Wheatstone projects in Australia
TRACK RECORD HEAVY CIVILS 8
HAY POINT COAL JETTY - AUSTRALIA
TWD designed a drilling and piling template applicable to three different jack-up barges in order to install piles for the
Hay Point coal jetty construction
Each jack-up barge was equipped with bull rails on which outriggers were installed The outriggers were able to
slide along the rails by means of hydraulic cylinders Each end of the outriggers was outfitted with a pile gripper
able to move independently This resulted in a two-layer piling template capable of installing piles at various angle of
inclination The templates could also be used to support and position drilling equipment by combining two outriggers
to function as a movable support frame for the oscillator
With the hydraulically actuated pile guides and sliding interfaces sufficient flexibility was achieved to quickly install
a large amount of piles within tight positioning and inclination tolerances Due to this efficient piece of equipment a
significant reduction in installation time was achieved
JETTY CONSTRUCTION - MC CONNELL amp GEOSEA
Detail of the lower pile gripper equipped with guide rollers and access all around the pile
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
View on the piling template from the jack up barge during piling
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
Cantilever Bridge constructing a 25km long LNG jetty in Papua New Guinea
CANTILEVER BRIDGEBAM INTERNATIONAL
2
MARKETS SERVICES
OFFSHORE WIND
OFFSHORE OIL amp GAS
HEAVY CIVILS
SALVAGE
DECOMMISSIONING
DESIGN
FABRICATION SERVICES
NAVAL ENGINEERING
SPECIAL DISCIPLINES
TEMPORARY WORKS DESIGN
TWD is an engineering company specialized in creating custom-designed tools and structures that allow you to
perform transport amp installation projects safely and on time You can regard TWD as your problem solver The reliable
partner that creates functional and creative solutions no matter what the time frame is or the complexity of the
challenge Our goal is to reinforce your project teamrsquos capabilities and complement them where required so we can
together achieve a successful project execution
Our thorough knowledge of structural and mechanical engineering hydro-dynamics finite element methods and
design for offshore conditions enables us to develop the optimal solutions that meet the wide variety of your demands
Besides the development of practical installation methods and the design of the required tools TWD engineers can
assist during the procurement fabrication and mobilization phase This approach allows us to shorten the required
lead times properly integrate the contributions of different subcontractors and assure that our constructions will
function as intended
This document provides an overview of our track record of safe and robust designs used for Heavy Civil projects It
provides a selection of projects References and additional examples can be provided upon request
TRACK RECORD HEAVY CIVILS
HEAVY CIVILS
4
Effective and fit-for-purpose temporary works are key to the success of any construction project As designers
specialized in this particular niche TWD engineers understand how smartly developed tools could contribute to safer
quicker and more cost effective installations All our solutions tools and methods aim to make a difference for your
projects both in the tender- as in the execution phase
Our designers listen carefully to your specific requirements and work in close cooperation with your project teams
The impact of major design decisions on the project is clearly presented allowing you to make well informed choices
throughout the entire design process This cooperative approach allows us to match our ideas with your preferred
construction methods where we strive to smartly use available materials and maximize the reusability of tools and
components Whether the challenge is simple or complex a temporary access platform or a piling template our
functional design method leads to logical and cost effective solutions Our track record from which examples are
included in following sections illustrates how our designs could contribute to your future civil construction project
Temporary jacking supports allowing the replace the masonry foundations by slender concrete columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
OUR EXPERTISE
JETTY CONSTRUCTION
QUAYS BREAKWATERS amp PORT DEVELOPMENT
INSTALLATION OF WATER amp SEWAGE FACILITIES
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS
SPECIAL CIVIL PROJECTS
TRACK RECORD HEAVY CIVILS 6
Redesign of cantilever bridge ready to construct jetty on the Ichthys project
CANTILEVER BRIDGEBAM INTERNATIONAL
Overview of cantilever bridge for construction of LNG jetty
CANTILEVER BRIDGEBAM INTERNATIONAL
LNG JETTY - PAPUA NEW GUINEAJETTY CONSTRUCTION - BAM INTERNATIONAL
For the construction of a 2450 meter long LNG jetty in Papua New Guinea BAM International and TWD jointly
developed a highly efficient installation method TWD provided the detailed design of this Cantilever Bridge (CLB)
which was used to construct the piles headstocks and concrete roadways of the jetty To achieve this the CLB was
launched forward and supported on temporary spud units while new foundation piles for the next headstock were
driven After completion of the new headstock the spud units were retracted roller supports were placed and the
CLB was launched further Behind the piling station the roadways and outriggers were constructed In the end the
bridge was equipped with the necessary pipe racks for the LNG pipelines
The cantilever bridge effectively deals with the complex logistics of a jetty construction project With 3 serial work
stations (piling ndash roadway elements ndash finishing bridge) smart access solutions and effective outriggers a highly
efficient installation method was achieved allowing to construct 3 bridge sections within one week
After proven to be successful on the Papua New Guinea project two redesigns of the cantilever bridge have been
provided for LNG jetties of the Ichthys and Wheatstone projects in Australia
TRACK RECORD HEAVY CIVILS 8
HAY POINT COAL JETTY - AUSTRALIA
TWD designed a drilling and piling template applicable to three different jack-up barges in order to install piles for the
Hay Point coal jetty construction
Each jack-up barge was equipped with bull rails on which outriggers were installed The outriggers were able to
slide along the rails by means of hydraulic cylinders Each end of the outriggers was outfitted with a pile gripper
able to move independently This resulted in a two-layer piling template capable of installing piles at various angle of
inclination The templates could also be used to support and position drilling equipment by combining two outriggers
to function as a movable support frame for the oscillator
With the hydraulically actuated pile guides and sliding interfaces sufficient flexibility was achieved to quickly install
a large amount of piles within tight positioning and inclination tolerances Due to this efficient piece of equipment a
significant reduction in installation time was achieved
JETTY CONSTRUCTION - MC CONNELL amp GEOSEA
Detail of the lower pile gripper equipped with guide rollers and access all around the pile
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
View on the piling template from the jack up barge during piling
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
HEAVY CIVILS
4
Effective and fit-for-purpose temporary works are key to the success of any construction project As designers
specialized in this particular niche TWD engineers understand how smartly developed tools could contribute to safer
quicker and more cost effective installations All our solutions tools and methods aim to make a difference for your
projects both in the tender- as in the execution phase
Our designers listen carefully to your specific requirements and work in close cooperation with your project teams
The impact of major design decisions on the project is clearly presented allowing you to make well informed choices
throughout the entire design process This cooperative approach allows us to match our ideas with your preferred
construction methods where we strive to smartly use available materials and maximize the reusability of tools and
components Whether the challenge is simple or complex a temporary access platform or a piling template our
functional design method leads to logical and cost effective solutions Our track record from which examples are
included in following sections illustrates how our designs could contribute to your future civil construction project
Temporary jacking supports allowing the replace the masonry foundations by slender concrete columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
OUR EXPERTISE
JETTY CONSTRUCTION
QUAYS BREAKWATERS amp PORT DEVELOPMENT
INSTALLATION OF WATER amp SEWAGE FACILITIES
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS
SPECIAL CIVIL PROJECTS
TRACK RECORD HEAVY CIVILS 6
Redesign of cantilever bridge ready to construct jetty on the Ichthys project
CANTILEVER BRIDGEBAM INTERNATIONAL
Overview of cantilever bridge for construction of LNG jetty
CANTILEVER BRIDGEBAM INTERNATIONAL
LNG JETTY - PAPUA NEW GUINEAJETTY CONSTRUCTION - BAM INTERNATIONAL
For the construction of a 2450 meter long LNG jetty in Papua New Guinea BAM International and TWD jointly
developed a highly efficient installation method TWD provided the detailed design of this Cantilever Bridge (CLB)
which was used to construct the piles headstocks and concrete roadways of the jetty To achieve this the CLB was
launched forward and supported on temporary spud units while new foundation piles for the next headstock were
driven After completion of the new headstock the spud units were retracted roller supports were placed and the
CLB was launched further Behind the piling station the roadways and outriggers were constructed In the end the
bridge was equipped with the necessary pipe racks for the LNG pipelines
The cantilever bridge effectively deals with the complex logistics of a jetty construction project With 3 serial work
stations (piling ndash roadway elements ndash finishing bridge) smart access solutions and effective outriggers a highly
efficient installation method was achieved allowing to construct 3 bridge sections within one week
After proven to be successful on the Papua New Guinea project two redesigns of the cantilever bridge have been
provided for LNG jetties of the Ichthys and Wheatstone projects in Australia
TRACK RECORD HEAVY CIVILS 8
HAY POINT COAL JETTY - AUSTRALIA
TWD designed a drilling and piling template applicable to three different jack-up barges in order to install piles for the
Hay Point coal jetty construction
Each jack-up barge was equipped with bull rails on which outriggers were installed The outriggers were able to
slide along the rails by means of hydraulic cylinders Each end of the outriggers was outfitted with a pile gripper
able to move independently This resulted in a two-layer piling template capable of installing piles at various angle of
inclination The templates could also be used to support and position drilling equipment by combining two outriggers
to function as a movable support frame for the oscillator
With the hydraulically actuated pile guides and sliding interfaces sufficient flexibility was achieved to quickly install
a large amount of piles within tight positioning and inclination tolerances Due to this efficient piece of equipment a
significant reduction in installation time was achieved
JETTY CONSTRUCTION - MC CONNELL amp GEOSEA
Detail of the lower pile gripper equipped with guide rollers and access all around the pile
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
View on the piling template from the jack up barge during piling
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 6
Redesign of cantilever bridge ready to construct jetty on the Ichthys project
CANTILEVER BRIDGEBAM INTERNATIONAL
Overview of cantilever bridge for construction of LNG jetty
CANTILEVER BRIDGEBAM INTERNATIONAL
LNG JETTY - PAPUA NEW GUINEAJETTY CONSTRUCTION - BAM INTERNATIONAL
For the construction of a 2450 meter long LNG jetty in Papua New Guinea BAM International and TWD jointly
developed a highly efficient installation method TWD provided the detailed design of this Cantilever Bridge (CLB)
which was used to construct the piles headstocks and concrete roadways of the jetty To achieve this the CLB was
launched forward and supported on temporary spud units while new foundation piles for the next headstock were
driven After completion of the new headstock the spud units were retracted roller supports were placed and the
CLB was launched further Behind the piling station the roadways and outriggers were constructed In the end the
bridge was equipped with the necessary pipe racks for the LNG pipelines
The cantilever bridge effectively deals with the complex logistics of a jetty construction project With 3 serial work
stations (piling ndash roadway elements ndash finishing bridge) smart access solutions and effective outriggers a highly
efficient installation method was achieved allowing to construct 3 bridge sections within one week
After proven to be successful on the Papua New Guinea project two redesigns of the cantilever bridge have been
provided for LNG jetties of the Ichthys and Wheatstone projects in Australia
TRACK RECORD HEAVY CIVILS 8
HAY POINT COAL JETTY - AUSTRALIA
TWD designed a drilling and piling template applicable to three different jack-up barges in order to install piles for the
Hay Point coal jetty construction
Each jack-up barge was equipped with bull rails on which outriggers were installed The outriggers were able to
slide along the rails by means of hydraulic cylinders Each end of the outriggers was outfitted with a pile gripper
able to move independently This resulted in a two-layer piling template capable of installing piles at various angle of
inclination The templates could also be used to support and position drilling equipment by combining two outriggers
to function as a movable support frame for the oscillator
With the hydraulically actuated pile guides and sliding interfaces sufficient flexibility was achieved to quickly install
a large amount of piles within tight positioning and inclination tolerances Due to this efficient piece of equipment a
significant reduction in installation time was achieved
JETTY CONSTRUCTION - MC CONNELL amp GEOSEA
Detail of the lower pile gripper equipped with guide rollers and access all around the pile
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
View on the piling template from the jack up barge during piling
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 8
HAY POINT COAL JETTY - AUSTRALIA
TWD designed a drilling and piling template applicable to three different jack-up barges in order to install piles for the
Hay Point coal jetty construction
Each jack-up barge was equipped with bull rails on which outriggers were installed The outriggers were able to
slide along the rails by means of hydraulic cylinders Each end of the outriggers was outfitted with a pile gripper
able to move independently This resulted in a two-layer piling template capable of installing piles at various angle of
inclination The templates could also be used to support and position drilling equipment by combining two outriggers
to function as a movable support frame for the oscillator
With the hydraulically actuated pile guides and sliding interfaces sufficient flexibility was achieved to quickly install
a large amount of piles within tight positioning and inclination tolerances Due to this efficient piece of equipment a
significant reduction in installation time was achieved
JETTY CONSTRUCTION - MC CONNELL amp GEOSEA
Detail of the lower pile gripper equipped with guide rollers and access all around the pile
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
View on the piling template from the jack up barge during piling
PILING TEMPLATEMC CONNELL DOWELL amp GEOSEA
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 10
WALKING PILING GATE - PORT OF DOVER
Port of Doverrsquos major Western Dock Revival Scheme involved the installation of over 700 tubular piles for the
construction of two new quay walls a marina curve and a marina pier Given the large amount of piles Volkerstevin
UK decided to invest in two innovative first in class piling gates significantly increasing the projected piling outputs
The gates clamped on the previously installed piles are equipped with hydraulic roller boxes to guide the piles
accurately in position After driving a pile the gate skids forward autonomously from the crane and hydraulically
adjusts its position to prepare for the next pile Repositioning and levelling of the piling gate without the need of the
crane significantly shortens the critical path as it can be achieved parallel to upending and pitching of a new pile
Besides the piling gates TWD assisted Volkerstevin UK with the majority of the marine temporary works packages
Effective designs for seafastening access platforms pile upending solutions and barge mooring were delivered
substantiated with barge stability calculations
QUAYS BREAKWATERS amp PORT DEVELOPMENT - VOLKERSTEVIN UK
Detail of the piling gates roller boxes
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
After installing a pile the gateskids forward to the next installation position
QUAY WALL INSTALLATIONVOLKERSTEVIN UK
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 12
CAISSON INSTALLATION - NADOR WEST PORT
The consortium STFA-SGTM-JDN is constructing the new port of Nador West Morocco A total of 253 caissons
weighing up to 9000 tons are to be fabricated These caissons are installed during the first stage of the project that
includes the construction of 2 breakwaters petroleum stations and a container terminal
The TWD marine operations team advised STFA-SGTM-JDN about best practice for marine operations while working
in close cooperation with our naval architects who performed all necessary marine engineering analysis
Our naval department prepared the installation procedure encompassing every step of the operation from loading
of each caisson on the semi-submersible barge towage submergence to 20m below sea level caisson float-out
caisson towage up to the final installation TWD also recommended workable sea states for the operation
For skidding and supporting the caissons on the semi-submersible barge TWD designed a locally fabricated grillage
and verified the critical structural integrity of the barge Additionally TWD provided on-site engineering and operational
assistance at the site in Morocco
QUAYS BREAKWATERS amp PORT DEVELOPMENT - STFA-SGTM-JDN
Render overview of the Nador West Med Port layout after completion
CAISSON INSTALLATIONSTFA-SGTM-JDN
In the process of building caisson production site
CAISSON INSTALLATIONSTFA-SGTM-JDN
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
DEWATERING SYSTEM - AL BATEEN MARINA
Temporary Works Design provided a dewatering design for the new Al Bateen Marina development in Abu Dhabi
The new quaywall for the marina was constructed ldquoin the dryrdquo and therefore the entire future development site had
to be closed off and dewatered In order to dewater the incoming waterflow from groundwater as well as from the
seaside several cofferdam bundwall and sheetpile structures were designed by TWD The total dewatered area was
approximately 400 x 150 meter
TWD also provided the design drawings and calculations for the blockwall formwork and lifting beams The blockwall
consists of approximately 2000 prefab concrete blocks To cast the precast blocks an adjustable steel shutter was
designed to accommodate for the curved shape of the overall quaywall For fabrication of the concrete blocks a
separate precast yard was set up nearby the future block wall location
QUAYS BREAKWATERS amp PORT DEVELOPMENT - OVERSEAS AST
Block wall and dewatering system for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
14
Construction of block wall and sheet pile walls for the Al Bateem Marina development
DEWATERING SYSTEMOVERSEAS AST
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 16
VENICE FLOOD BARRIER ndash ITALY
To safeguard the Italian city of Venice from tidal rise as a result of storm surges a new flood barrier had to be
constructed to be able to close of the Venice Lagoon from the Adriatic Sea TWD provided the front-end engineering
design of the installation method for the concrete caissons of this barrier
The heavy caissons serving as the foundations for the final flood gates are immersed and placed using four A-frame
lifting arms which are positioned on skidding beams on the pontoon The skidding system is used to reposition the
A-frames on the pontoon to fit the applicable caisson length The A-frames are mutually interconnected starboard
to port with wires and stud beams to optimize the internal forces and minimize the additional structural loads on the
pontoon This way a very efficient construction with minimal steel and maximal installation flexibility was achieved
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash SMIT MARINE PROJECTS
Combi-wall piling template used for the construction of the Aqaba Container Terminal in Jordan
PILING TEMPLATEBAM INTERNATIONAL
Mutually connected A-frames installing the heavy caisson foundations of the flood barrier
LIFTING EQUIPMENTSMIT MARINE PROJECTS
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS 18
MODULE OFFLOADING FACILITY ndash AUSTRALIA
At the Northern coast of Australia a new hydrocarbon plant had to be constructed to process the gas of the Ichthys
field For the construction of this plant BAM Clough JV had to construct a berth to enable the delivery of the modules
required for the plant This Module Offloading Facility (MOF) consisted of a cell wall construction
TWD designed the cell wall template position frame For the cell wall construction a template with spud legs was
used which is positioned by a ldquoWrdquondashshaped pontoon Since the center to center distance of the cell walls must stay
the same after installation and settling TWD designed a positioning frame to ensure that the manual distance stayed
within the allowed range
The position frame connects an existing cell wall with the front of the pontoon A sliding functionality on the positioning
frame allowed to adjust the distance between the existing cell wall and the cell wall template while winches where
used to force the template in the correct orientation
QUAYS BREAKWATERS amp PORT DEVELOPMENT ndash BAM CLOUGH
Positioning frame to assure the correct location of the template
PILING TEMPLATEBAM CLOUGH
Piling template on spud legs constructing the cell-wall
PILING TEMPLATEBAM CLOUGH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
20
FRESH WATER PIPE LINE ndash CYPRUS
Between the main land of Turkey and the island of Cyprus a fresh water pipeline had to be constructed to secure
the fresh water supply of the island Due to the depth of the Mediterranean Sea along the pipelinersquos installation route
(over 1400m) it was chosen to construct a submerged floating pipeline floating by submerged buoys installed at a
constant depth of 280m The buoys were connected via cables to heavy concrete anchors positioned on the seabed
TWD provided the design and construction of three lifting frames for the installation of the anchor buoy assemblies
The square frame is used to lower 240 ton anchors to the seabed The buoy frame equipped with ballast weight
lowers buoys (already connected to the anchor) to the target depths of 280 meters Once in position the buoy and
anchor are hydraulically released
Turnkey projects such as this one involve a wide range of TWDrsquos fabrication services TWD facilitated certification
by Lloydrsquos Register arranged procurement supervised fabrication and organized the load testing phase all within
a demanding time frame
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash JUMBO OFFSHORE
Lifting frame used to install the buoys at a depth of 280m
LIFTING FRAMEJUMBO OFFSHORE
Installation of the concrete anchor blocks
LIFTING FRAMEJUMBO OFFSHORE
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
Jacking supports and stability
frames
22
BELLE GREVE OUTFALL ndash GUERNSEY (UK)
Guernsey Water had to replace two of its outdated wastewater outfalls used to discharge wastewater from the
Belle Greve Wastewater Centre into the sea The poly-ethylene pipes consisting of 500 m long sections had to be
offshore connected to each other Furthermore concrete collars had to be carefully placed around the pipes in order
to protect the pipes and provide the required weight to keep the pipes submerged
Van Oord was awarded with the assignment to install the two parallel outfall pipes and requested TWD to design
the installation aids In close collaboration with Van Oord TWD designed the working platform including eight 61 m
pontoons connected by two truss frames This custom made working platform was used to connect the pile sections
and install the concrete collars
The total available lead time on the project was very limited In only 2 weeks after project assignment the working
platform had to be designed and ready for fabrication Four weeks after the construction of the platform had to be
finished TWD was able to meet these deadlines such that the installation process offshore Guernsey could start
right on time
INSTALLATION OF WATER amp SEWAGE FACILITIES ndash VAN OORD
Working platform being used for the installation of a concrete collar
WORKING PLATFORMVAN OORD
Concrete collars installed on pipe
WORKING PLATFORMVAN OORD
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
TWD assisted Furie Operating Alaska and Heavy Lift at Sea in designing and constructing a Stinger frame to guide
a drill pipe during a horizontal drilling operation Furie Operating Alaska constructed a new Liquid Natural Gas (LNG)
production platform in Cook Inlet Alaska The existing onshore pipelines had to be connected to the platform through
subsea gas pipeline installed by Heavy Lift at Sea
At last moment the choice was made to use a stinger frame to guide the drill pipe Therefore it was requested to
design fabricate and fit the stinger frame in less than a month onto the Spartan 151 rig TWD took this challenge and
managed to succeed
Due to severe tidal currents at the project location the Stinger frame needed to be able to handle large horizontal
shifts of the drill pipe to ensure its integrity Our integral team of engineers draftsmen and naval architects performed
all dynamic analysis to ensure drill pipe integrity and delivered the required fabrication drawings within one week
Besides the complete design TWD assisted on site with the fabrication and mobilization works
A stinger frame to guide the drill pipe
STINGERFURIE OPERATING ALASKA
STINGER ndash COOK INLETINSTALLATION OF WATER amp SEWAGE FACILITIES ndash FURIE OPERATING ALASKA
24
Stinger mounted on the side of the Spartan Rig 151 ready for a horizontal drilling operation
STINGERFURIE OPERATING ALASKA
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
BRIDGE INSTALLATION ndash HALOGALAND NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash SRBG
Ugland sheerleg crane lifting segments
BRIDGE INSTALLATIONSRBG
Just above the Arctic Circle near the Norwegian town of Narvik a 1200-meter-long suspension bridge over the
Rombaksfjord had to be constructed to improve traffic on the E6 The contractor SRBG suspended 30 steel deck
segments from two main cables resting on two 175-meter-high concrete pylons
TWD assisted SRBG with the installation of the deck segments They were fabricated in China and stacked on
a supply vessel for transport to Norway Each unique segment weighs up to 250 tons Once all segments were
connected to the suspension wires final welding could commence
Together with SRBG and crane operators TWD designed an efficient mooring system using the supply vessel as a
giant buoy to which the crane vessel was moored With winches connected to the two pylons the setup was able
to move along the length of the bridge With 4 additional anchors in the 300-meter-deep fjord the crane and supply
vessel were kept precisely located underneath the bridge By doing this TWD combined the knowledge of our naval
architects with our constant focus of optimizing operations to deliver a fast and safe installation method Besides the
mooring studies TWD made a design to temporarily connect the steel segments and set up all rigging and lifting plans
to make sure no clashes between the crane vessel and the bridge wires occurred
26
Supply and crane vessel moored in fjord
BRIDGE INSTALLATIONSRBG
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
TRAIN BRIDGE AMSTEL ndash THE NETHERLANDS
Demountable beam construction for concrete formwork of train bridge Amstel
SUPPORTS FOR CONCRETE FORMWORK BAM
For the realization of a train bridge in Amsterdam BAM designed a concrete bridge which had to be constructed
in-situ To achieve this the formwork used for pouring the concrete had to be temporarily supported by a steel
construction TWD was requested to design these temporary supports
To achieve an optimal and cost effective design TWD included some simple ideas in the design By using 12m long
profiles all connected by clamped treaded-bar connections welding on and cutting of the profiles was avoided This
way the reselling price of the profiles was maximized resulting in an easy demountable construction with minimal
costs
RAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash BAM
28
Structural design of a bicycle bridge spanning a train track and a motorway in Zoetermeer
BICYCLE BRIDGEFREYSSINET
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
DALSFJORD BRIDGE ndash NORWAYRAIL HIGHWAY amp BRIDGE CONSTRUCTIONS ndash HSM STEEL STRUCTURES
Sheer leg pontoon lifting in the bridge decks of the Dalsfjord bridge
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
The Dalsfjord bridge was built to improve accessibility to the Askvoll region The total span of the bridge is 525 meters
and the roadway runs at a height of 35 meters above the fjord HSM Steel Structures asked TWD to determine the
rigging arrangement for the bridge segment 11 segments in total Each segment had to be lifted separately and
connected to the main cable of the bridge
Furthermore TWD was requested to design the sliced nut and cable sleeve which were required for the installation
and tensioning of the suspension cables of the bridge
30
Detail of the rigging arrange-ment of the bridge decks
RIGGING ARRANGEMENTHSM STEEL STRUCTURES
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
RIJKSMUSEUM AMSTERDAM ndash NETHERLANDS
TWD designed the jacking supports for the renovation of the Rijksmuseum in Amsterdam The steel supports were
used as a temporary foundation for the museum In total 24 supports and 2 stability frames were placed with a total
jacking capacity of 3000 tonnes
The lsquonewrsquo Rijksmuseum was a large-scale renovation project of the 1885-building by Pierre Cuypers In the new
design the existing basement under the arcade was replaced by a new one Thereby the masonry columns that
supported the ground floor were replaced by slender concrete ones to create more free space in the basement
TWD was requested by Freyssinet Nederland BV to design a temporary construction to support the arcade columns
with very limited deformation tolerances to avoid damage to the iconic building The outcome was a construction
of jacking supports and stability frames that support the columns during renovation After completion of the new
basement and columns the temporary construction was removed
SPECIAL CIVIL PROJECTS ndash FREYSSINET
Masonry column founda-tion replaced by temporary jacking support
JACKING SUPPORTFREYSSINET
32
The Rijksmuseum basement during renovation The masonry columns are supported by steel structures to support the building during shrinking the size of the foundation columns
RIJKSMUSEUM AMSTERDAMFREYSSINET
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH
TRACK RECORD HEAVY CIVILS
TEMPORARY WORKS DESIGN
TWE
+31 10 294 03 74 WWWTWDNLinfotwdnl
Rotterdam Science Tower - Marconistraat 163029 AK RotterdamThe Netherlands
GET IN TOUCH